太原工业学院建工系教学楼设计

摘要本设计为太原工业学院建工系教学楼。该工程的建筑面积7235m2,共7层，一层层高为3.6m,二层以上层高为3.3m,结构形式为钢筋混凝土框架结构，抗震要求为7度设防。设计内容包括建筑设计和结构设计，结构设计时取第②轴横向框架进行计算。本论文包括以下内容：一结构方案的确定。二荷载计算，包括恒载、活载、风荷载和地震作用。三横向框架内力计算、内力组合及截面设计。四现浇板，楼梯和基础的计算。五结束语和参考文献。该设计具有以下特点：一在考虑建筑，结构要求的同时考虑了施工要求及可行性。二针对不同的荷载特点采用不同的计算方法，对所学知识进行了系统全面的复习。三框架计算中运用了理论公式计算又运用了当前工程设计中常用的近似计算方法关键词：建筑设计：结构设计：钢筋混凝土；框架结构：荷载ABSTRACTThis design is the teaching building of Construction Engineering Department ofTaiyuan Institute of technology.The building area of the project is 7235,with a totalof 7 floors.The height of the first floor is 3.6m,and the height of the second floor is3.3m.The structural form is reinforced concrete frame structure,and the seismicrequirement is 7 degrees.This design is the teaching building of ConstructionEngineering Department of Taiyuan Institute of technology.The building area of theproject is 7235,with a total of 7 floors.The height of the first floor is 3.6m,and theheight of the second floor is 3.3m.The structural form is reinforced concrete framestructure,and the seismic requirement is 7 degrees.The design content includes architectural design and structural design.Thetransverse frame of axis is taken for calculation during structural design.This paperincludes the following contents:Determination of the structure.1.determination of structural scheme.2.Load calculation,including dead load,live load,wind load and earthquakeaction.3.The third is the internal force calculation,internal force combination andsection design of the transverse frame.4.calculation of cast-in-place slab,stair and foundation.5.concluding remarks and references.The design has the following characteristics:1.First,the construction requirements and feasibility are considered whileconsidering the building and structure requirements.2.Second,according to different load characteristics,different calculationmethods are adopted to systematically and comprehensively review the knowledgelearned.3.In the three frame calculation,the theoretical formula calculation and theapproximate calculation method commonly used in the current engineering design areusedKey words:architectural design;Structural design;reinforced concrete;Framestructure:load目录摘要...ABSTRACT.....·II1工程概况........1.1工程概述.11.2结构设计依据.11.3材料选用.…2建筑设计22.1建筑平面设计。22.2建筑立面设计......2.3屋顶设计23结构方案的选择及结构布置3.1结构方案3.2结构布置3.3柱网尺寸及层高..53.4梁、柱截面尺寸的初步确定·53.5楼板选择.3.6结构横向框架的计算简图.·4竖向荷载作用下的内力计算74.1计算单元：74.2恒荷载计算.…74.3活荷载计算114.4恒荷载作用下的内力计算4.5活荷载作用下的内力计算..235横向荷载作用下的内力计算...325.1横向框架侧移刚度的计算325.2重力荷载代表值的计算..375.3横向水平地震荷载作用下框架结构的内力和侧移计算·5.4横向风荷载作用下框架结构内力和侧移计算.536内力调整.………596.1竖向荷载作用下的梁端弯矩调幅.........596.2框架梁内力折算至柱边606.3柱的内力调整...6337内力组合及截面设计667.1内力组合667.2截面设计758楼板设计...908.1楼板类型及设计方法的选择：908.2设计参数908.3弯矩计算918.4截面设计959楼梯设计.989.1设计资料.989.2梯段板设计989.3平台板设计1009.4平台梁的设计10110基础设计......10310.1设计资料..10310.2设计计算.103参考文献....106致谢.....107